Lightweight and porous construction materials containing rubber

Abstract

The present invention relates to a process for manufacturing a construction material by mixing a cementitious material, rubber bits and water. It also extends to a construction material comprising cured cementitious material and rubber bits in which the rubber bits are bonded together in a porous and permeable matrix by the cementitious material. An elastic binding material improves the physical properties of the construction material. The construction material can be cast in place or formed into blocks for transport to a construction site.

Description

BACKGROUND OF THE INVENTION1. Field of the InventionThe present invention relates to construction materials and in particular cementitious construction materials.Each year about 250 million tires in the USA and about 1,000 million in the world are scrapped. Current trends indicate that less than 7 percent of these tires are being recycled into other products, 11 percent are being burned for energy, and 5 percent are being exported third world countries for reuse. Scrap Tire Technology and Markets, US Environmental Protection Agency, Office of Solid Waste, Washington, D.C., 1993, published by Noyes Data Corporation, Park Ridge, N.J.Over 70 percent of scrap tires end up in overcrowded landfills, and millions more are left in empty lots and illegal tire dumps. These dumps have the potential to cause serious fire and environmental hazards. Because rubber tires do not easily decompose, economically feasible and environmentally sound alternatives for scrap tire disposal must be found.In r...

AI Technical Summary

Problems solved by technology

However, the proposals heretofore known suffer from a number of disadvantages:The bonding agents are generally relatively expensive adhesive or latex compounds.

The production costs of the resulting products are inevitably very high.The molding processes are generally involved with heating and pressing in the mold for a substantial time period.

However, the lightweight and granular natures of ground rubber crumbs are, generally not fully utilized in these proposals.

However, this method and that of McKelvey have the major disadvantage that the resulting material can be slowly decomposed when it is buried below grade, especially under partially saturated conditions.

However, the cost of production of such a lightweight material is quite high and the resulting material is impermeable with a closed-form structure.

However, similar limitations as for U.S. Pat. No. 5,785,419 (Rodgers 1998) occur as the resulting materials are impermeable because they have a closed pore structure.

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